1) coefficient of earth pressure at rest
静止土压力系数
1.
Experimental results show that the value of the coefficient of earth pressure at rest ( K\-0 ) of the reinforced soils changes with the number of geotextile, the planting forms of geotextile within the soil mass and the over conso.
通过在研制改进的固结试验仪上 ,进行一系列考虑土工织物埋置在土中不同位置时加筋土的单轴固结试验及三轴K0 固结试验和不排水剪切试验 ,从静止土压力系数的变化 ,探讨了土中埋置有土工织物的加筋土层的土压力减轻作用及剪切强度的增加作用。
2.
Three formulae are derived to determine the coefficient of earth pressure at rest for cohesionless soil by using the stress vector based constitutive model.
利用将应力矢量的作用效应分解为球应力作用效应和应力比矢量作用效应叠加而建立的应力矢量本构模型 ,推出了无粘性土静止土压力系数的三个计算公式。
2) earth pressure coefficient at rest
静止土压力系数
1.
The unloading earth pressure coefficient at rest is discussed by studying on the variation of lateral stress due to vertical stress reduced,with the aim to emphasized that the pressure coefficient is not constant.
依据卸荷土体K0状态hσ~vσ试验,本文研究了加、卸荷土体的静止土压力系数K0的差别,目的在于强调卸荷土体K0的非常数性,提醒人们选择K0,必须分清应力状态。
2.
In the light of the problem of excavation and unloading of foundation pits,the relationship among the coefficients of earth pressure at rest in unloaded,overconsolidated and normally conslidated soils with the aim to emphasize the difference between the earth pressure coefficient at rest in the unloaded soil and that in the loaded soil.
本文针对基坑开挖卸荷的问题 ,就卸荷土体的静止土压力系数、超固体土体的静止土压力系数以及正常固体土体的静止土压力系数三者之间的关系问题 ,进行了试验研究 ,目的在于强调卸荷土体静止土压力系数与加荷状态静止土压力系数的不同之
3) coefficient of earth pressur at rest
土压力静止土压力系数
4) coefficient of earth pressure at rest K0
静止土压系数K0
1.
These main parameters are included coefficient of earth pressure at rest K0, soil young s modulus Eg, segment connection rotational spring Kθ, and circumferential connection shear spring Ks.
这些参数主要包括:静止土压系数K0、土壤劲度Eg、地下水位高度、片间接头旋转弹簧常数Kθ、环间接头剪切弹簧常数Ks等。
5) coefficient of earth pressure at rest K_0
静止土压系数 K_0
1.
These main parameters are included coefficient of earth pressure at rest K_0,soil young s modulus E_g,segment connection rotational spring K_θ,and circumferential connection shear spring K_s.
这些参数主要包括：静止土压系数 K_0、土壤劲度 E_g、地下水位高度、片间接头旋转弹簧常数 K_θ、环间接头剪切弹簧常数 K_s 等。
6) coefficient of earth pressure at rest(Ko )
静止土压系数
补充资料：压力系数
分子式：
CAS号：
性质：当流体绕一物体流过时，在流体未受干扰的地方其流速为v，流动静压力为ps，流体的密度为ρ，则在被绕流物体上任意一点的压力，ρs1与未受扰动流体的压力ps，之差与未受扰动流体速度头( )之比值称为压力系数，以p表示，即
CAS号：
性质：当流体绕一物体流过时，在流体未受干扰的地方其流速为v，流动静压力为ps，流体的密度为ρ，则在被绕流物体上任意一点的压力，ρs1与未受扰动流体的压力ps，之差与未受扰动流体速度头( )之比值称为压力系数，以p表示，即
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条